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Home My WebLink About016-1033-30-030 Parcel 016-1033-30-030 02/14/2008 02:36 PM PAGE 1 OF 1 Alt. Parcel 15.30.15.246A-30 016 - TOWN OF GLENWOOD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/28/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - JELICH, MARC A & BARBARA L MARC A & BARBARA L JELICH C - COUTURE, DANIEL E DANIEL E COUTURE 7971 80TH ST S COTTAGE GROVE MN 55016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1547 300TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 5.500 Plat: 5316-CSM 22-5316 016-06 SEC 15 T30N R15W PT NW SW FKA CSM Block/Condo Bldg: LOT 01 17-4635 LOT 1 (30.59 AC) BEING CSM 22-5316 LOT 1 (5.5 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 15-30N-15W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 11/28/2006 839598 22/5316 CSM 02/06/2006 818002 EZ-U 10/21/2003 744422 17/4635 CSM 2441/566 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/18/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 5.000 700 0 700 NO AGRICULTURAL FOREST G5M 0.500 800 0 800 NO Totals for 2008: General Property 5.500 1,500 0 1,500 Woodland 0.000 0 0 Totals for 2007: General Property 5.500 1,500 0 1,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Safety and Buildings 13 E SPRUCE STREET commerce.Wl.gov CHIPPEWA FALLS WI 54729 TDD (608) 264-8777 S cO n sin vwvw.commerce.wi.gov/sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary September 25, MST , 2006 CUST ID No. 227387 TTN: PO WTS Inspector THOMAS C NELSON ONING OFFICE ENVIRONMENTAL BY DESIGN CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 09/25/2008 Je I 1 Lit Transaction ID No. 1324560 SITE: Mark Juliet & Dan Couture Site ID No. 718673 Town of Glenwood, St Croix County Please refer to both identification numbers, NW 1/4, S S15 T30N, R15W above, in all correspondence with the aaencv. Propose Lots 1. , FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1099192 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the'A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be :5 0.20 gpd/sf, and the linear loading rate :5 4.5 gpd/ft. 4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. Mound dimension J at a point described as L/2 shall be calculated with 6:1 side slope ratio (other J dimensions are calculated at a 3:1 ratio). The down slope mound toe dimension I shall be calculated using a 4:1 side slope ratio. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. THOMAS C NELSON Page 2 9/25/2006 If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G an sky, P . Wastew r Specialist Integrated Services Bureau WiSMART code: 7633 (715)726-2544 Office (715)726-2549 Fax Ijansky@commerce.state.wi.us 1324 560 Introduction: On August 20, 2005, Thomas Nelson, CSTM, Environmental By Design conducted a soil and site evaluation on property owned by Mark Jelich and Dan Couture, located in the NWl/4, SWIA, Section 15, T30N-15W, town of Glenwood, platted as lot 2 of Mark Juliet and Dan Couture subdivision, this purpose being to determine the highest level of seasonal soil saturation so that a POWTS might be installed. This investigation revealed that the soils were only good for an A+0 mound system through an interpretive determination as designated by the Wisconsin Department Of Commerce's Administrative Code, Comm 85. Methodology: Backhoe pits were provided for three pits, 1 through 3, with interpretations of the sites suitability being conducted by using soil redoximorphic features, soil texture, soil structure, soil color pursuant to the guidelines under Chapter Comm 85 of the Wisconsin Administrative Code and using the USDA-NRCS soil descriptive system. During this field investigation the landscapes morphological features, vegetation, and hydrology was determined for the purpose of this Interpretive Determination as defined in Comm 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collected field data, which included the accurate measurement of the sites featured parameters, site plans, system design, and this interpretive report have been developed for review. The intent is to demonstrate that a minimum of 6 inches of unsaturated soil exists on this site and any influencing factors on this would allow the compliant installation of a mound system serving a residential use for this property as allowed under Comm 83.44(3x6) of the Wisconsin Administrative Code. Local Hydrology: The local hydrology of this site is influenced by the average of 30 inches of precipitation received. The soil properties and localized topography both influence water movement on this property. Seasonal issues such as frozen ground and warm temperatures also have their influences during the winter months when the ground is frozen; there would be an accumulation of snow with any melting action running off the site on the surface of the ground. Spring rains would produce additional surface runoff until the ground has thawed. Upon thawing, the influence on groundwater levels would be minimal, due to the location of the site with its limited upslope watershed. The 5 percent surface slope would also aid the slower permeability of the soils. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that was formed by the accumulation beneath the glacier and resulted in a composition of stony, reddish-brown glacial drift. Post-glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dark silty soils. The site was probably originally in crop production in previous years. However, at the time of this determination it was in the primary stages of natural plant succession with early invasive plants. This hillside has a 5 percent slopes and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside. Soil Series and Mapping Units The St. Croix County Soil Survey has mapped this area as being of Amery soil series, which consists of gently sloping to steep, well-drained soils on ground moraines, end moraines, and areas of pitted drift. These are loamy soils underlain by sandy loam till. In a representative profile the surface layer is dark brown loam about 9 inches thick. The subsurface layer is about 3 inches of brown loam. The subsoil is brown and reddish brown, friable sandy loam about 19 inches thick. The substratum, to a depth of 60 inches, is yellowish red, friable sandy loam. Data ➢ The soils evaluation report and system design have been included with this report. ➢ A copy of the USDA Soil Survey map that provides the soil-mapping unit described above. ➢ A USGS Topographic Map, revealing the topography of the site. ➢ POWT site plan, representing the best location and layout of the system that best treats and distributes the systems discharge water. Government Reports Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, has visited this property. Additional Information Unique to the site During the evaluation there was the observation of biological activity in the form of worm burrows and roots. Worm activity was recognized at a depth of 15 inches in pit 1, 15 inches in pit 2 and at a depth of 10 inches in pit three. Root activity was observed at 16 inches on pit 1, 16 inches on pit 2, 20 inches in pit 3. It is recognized that these biological activities are normally not apparent in zones that are saturated for long periods of time. These factors further support the suggestion that this portion of the profile dries quickly after a precipitation event. Recommendations The recommendation for the site would be for the site to be chisel plowed to a depth of at least 15 inches so as to breakup the soil interfaces, thus aiding infiltration. From the upside slope of the system area, 30 inches of ASTM C-33 sand lift will be placed on the plowed area. This provides the 36 inches of vertical separation to provide the treatment of pathogenic organisms. The recommended mound design uses a linear loading rate of 4.5 gpd/ft and an in-situ soil application rate of 0.2gpd/ft . This will be accomplished by designing the absorption area to be long and narrow and extended the down slope toe area to a 4:1 dimension, effectively increasing the basal area and eliminating the chances of toe seepage. Additionally, the slope on the upper toe edge of the mound will be constructed so as to be a slope with a 3:1 side slope at each end and a 6:1 side slope for the I dimension (upper slope) at a point L/2 (this being the location at half the distance of the total length of the mound) so as to help divert surface water from the upper slope (See included suggested mound detail plan). Finally the design requires that a water diversion ditch be installed above the mound so as to divert surface waters from the upslope area This should be installed with a 5:1 slope, a width of eleven feet, and oriented so that it traverses the contour slightly, draining the run off water north and down slope of the mound area. Conclusions It is my belief that the soils in the area of the proposed POWS will not be saturated above 6" for seven or more consecutive days for the following reasons: ➢ The described soil in this location supports the mapped description, which represents in its description more silt loams in the substratum. The three pits also have representative sandy loam content. ➢ The biological activity in the soil as represented by the roots and Earth Worm presence, suggest that the soil has not been saturated in the most recent history of the soils. These activities cannot survive in saturated conditions. ➢ A design with a long and narrow system representing a linear loading rate of 4.5 gallons per day per foot and an in-site soil application rate of .0.2gpd/ft2t. This configuration represents the best distribution of the wastewater, spreading it over a longer area. With the increased height of the mound, there is the assurance that there will be 3 feet of filtration between the bottom of the system and the zone of saturation. Also built into the plan is the increased dimension of the upslope of the mound, providing a 6:1 slope at the L/2 location, and the addition of a drainage ditch above the mound. These last two additional features will minimize surface runoff onto the mound area from higher elevations behind the system. The total design assures that the requirements of Comm. 83.41 of the Wisconsin Administrative Code are being met so as to properly filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. ➢ The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. ➢ The pits revealed the prominence and size of RMFS increases with depth suggesting that the lower horizons are more saturated for a longer period of time. The second horizon in each pit while being saturated for a given period, are not as saturated as the horizons below. ➢ The pits suggest that they are not saturated for as long a period of time as and is apparent by the contrast of the RMFS from the upper most horizons down to the lowest. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croix County Zoning officials. Thomas C Nelson CST 227387 ~ P.O.W.T.S. August 23 2006 Conditionally 1324560 APPROVED DEPARTMENT OF COMMERCE DIVI ION OF SAFETY AND BUILDINGS Sr_E C RESP ENCE Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), directi on d Parcel I.D. percent slope, scale or dimensions, north arrow, and location and dist nee st road. - - Please print all info ~~`v~ eview. Date Personal information you provide may be used for se dary p%L s (Privacy Law, s. 15.04 \(1(m)). Property Owner 3 1 Lfftperty L Lion Mark Jelich and Dan Coutur SVL Lot NW SW 1/4 S 15 T 30 N R E (or) W Iqqvd Properly Owner's Mailing Address SN GFtO~ Lot # # Subd. a Jelich City State Tip Code Phone m []City [:]MIlage • Town Nearest Road 6 1-459-3602 300th Street 0 New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement n Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable N-A ft. General comments This site is suitable for an A+0 mound and recommendations: Boring # 0 Boring Q Pit Ground surface elev. 106.95 ft. Depth to limiting factor 12 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 sil 2msbk mfr as 2f .6 .8 2 10-12 1 4/4 A 2msbk mfr cw if .6 .8 3 12-14 10yr4/4 c2d5yr5/8 sil lmsbk mfr cw if .4 .6 4 14-24 7.5yr4/4 m2p5yr5/8 sl If mfr - - .4 .7 F2 Boring # Boring 104.05 9 o Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 - sil 2msbk mfr as 2f .6 .8 2 9-16 1 4/4 f2f5yr5/8 sit lmsbk mfr cw if .4 .6 3 16-24 7.5yr4/4 m2p5yr5/8 sl 1 fgr mfr .4 .7 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson - 227387 Address Date Evaluation Conducted Telephone Number 1 1432 120th Street, New Richmond, Wl 8/20/05 715-246-2454 Property Owner Mark Jelich and Dan Couture Parcel ID # Pending Page 2 of 3 Boring 3 Boring # pit Ground surfaceelev. 103.25 9 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr4/4 - sil 2msbk mfr as 2f .6 .8 2 9-12 1 4/4 f2d5yr5/8 sil lmsbk mfr cw if .4 .6 3 12-26 7.5yr4/4 c2p5yr5 8 sl 1 fgr mfr - - .4 .7 ❑ Boring # Boring H Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # Pit Boring Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *042 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330T" (11.07/00) Jefich-Couture LotX I NW lot comer N04 BM' BM1 100' 56' 99' 102' 120' 83 131' 5% slope 200' 104' B2 142' 61 ' 106' Scale 1" = 30' BM1 Top of iron pipe 100.00' BM2 Top of iron pipe 100.75' B1 106.95' B2104.05' B3103.25' Thomas Nels6n 227387 wisconsinDepartment ofCommerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference pant (BM), direction and Parcel I.D. Pending percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information, bye Personal information ou rovide ma be used for secondar (Privacy !~~d Y P Y Y Purposes Law, s. 15.04 (1) (m)). 1 G Property Owner Property Location Mark Jelich and Dan Couture Govt. Lot NW 1/4 SW 1/4 S 15 T 30 N R 15 E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 7971 80th St. S Jelich 'Z/ I City State Tip Code Phone Number ity QVllage ■ own Nearest Road Cottage Grove MN 55016 ( 6~1-459-3602 300th Street New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD 11 Replacement El Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable NA ft. General comments This site is suitable for an A+0 mound and recommendations: M Boring # 0 Boring Q Pit Ground surface elev. 106.95 ft. Depth to limiting factor 12 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1F in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-10 10yr3/2 - sil 2msbk mfr as 2f .6 .8 2 10-12 1 Ovr4/4 - sil 2msbk mfr cw if .6 .8 3 12-14 10yr4/4 c2d5yr5/8 sil lmsbk mfr cw if .4 -6 4 14-24 7.5yr4/4 m2p5yr5/8 sl 1 fgr mfr ,4 .7 2 Boring # E]Boring 104.05 9 F E] Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EfW1 `002 1 0-9 10yr3/2 - sil 2msbk mfr as 2f .6 .8 2 9-16 1 4/4 f2f5yr5/8 sil lmsbk mfr cvv if •4 .6 3 16-24 7.5yr4/4 m2P5yr5/8 sl 1 fgr mfr - _ .4 .7 ' Effluent #1 = BOD > 30 1220 nV& and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 nVIL and TSS < 30 nV/L CST Name (Please Prim Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number r 3.7- r 2~+w S 4 19a0-RS 7~s ~ yG-ti s~s~ Property Owner Mark Jelich and Dan Couture Parcel ID # Pending Page 2 of 3 Boring 3 Boring # ] E] Pit Ground surface elev. 103.25 ft. Depth to limiting factor 9 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf#1 `Eff#2 1 0-9 10yr4/4 - sil 2msbk mfr as 2f .6 .8 2 9-12 1 4/4 f2d5 /8 A 1msbk mfr cw if .4 .6 3 12-26 7.5yr4/4 c2p5yr5/8 sl 1 fgr mfr - - .4 .7 i ❑ Boring # Boring Pit Ground surface elev. ft. Depth to uniting factor in. Sal Application Rate Horizon Depth Dorrrnant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. 'EfE#1 'Eff#2 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to smiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfF#2 Effluent #1 = BODE > 30 < 220 mglL and TSS >30 1150 mg& ` Effluent #2 = BOD6 < 30 n4& and TSS ~ 30 mg& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. CRMRi7Wvd fR MIMI Jelich-Couture Lot I NW lot comer NOO BM2 BM1 100' 56' 99' 102' 120' B3 131' 5% slope 04' 200' B2 04 142' 106 Scale I"= 30' BM1 Top of iron pipe 100.00' BM2 Top of iron pipe 100.75' B1 106.95' 62104.05' B3103.25' Thomas Nelson 227387 , Jefich-Couture Lot 1-1 NW bt ' BM2 SM1 100, ~ 102 83 a101)NO Mound Area apprexim atly 04' 3T by 13V E32 A 11' A' B 11'--B' 81 IN 1' DEPTH 1' ditch bottom 11' wide diversion ditch with side slopes Purpose of diverting water from the back side of the mound. This ditch traverses the contour line and drains NW of the mound. Scale 1 * 34° SM1 Top of iron pipe I00.W 8M2i~TTop of Ww pipe 100.75` 81 1W.k X82104.05` B3143.25' Thorny Nelsw 227387 Ir 1" = 200° k1 1323.84 MaB j 1 MC2 r ; moo HOA F 3 j Tl ~LENW OD ? 16 AmC2 5 ImD2 1 i 246 -25 ~j .rRC2 sect i CSM 17-4635 J J Ae02 E: i 24 -50 Lot 1 Lot 2 1 le r ~r ~~1 ~ X55 f _ j1~ r f• ~ ~ fry . ' 1r c. • . ► f l~ 1, r• rl Ids i r ' 200M 200y d Image courtesy of the U.S. Geological Survey RECEIVED 13 JAN 1 2 2N 83-3598 VOL 22 PAGE 5316 RATALEM H. ST. CROIX COUNTY REGISTER OF DEEDS ST. CROIX Co NI RECEIVED FOR ItECORD CERTIFIED SURVEY MAP 1CERTFIED 1/TIFIRD6 10:45AA SURVEY MAP REC FEE: 13.00 LOCATED IN PART OF THE NW I/4 OF THE SW 1/4 OF SECTION 15, T30N, COPY FEE: 3.00 R15W, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. ALSO PAGES: 2 BEING LOT I OF CERTIFIED SURVEY MAP RECORDED IN VOL. 17, PG. 4635. w 12 PREPARED FOR: SURVEYOR: O Z DAN COUTURE MARC JELICH DOUGLAS ZAHLER S & N LAND SURVEYING, INC. SO. ~ O AVE. 7971 BOTH ST. SO. g ~ COTTAGE GE GROVE, MN. 55016 COTTAGE GROVE, MN. 55016 2920 ENLOE STREET w cu- _ HUDSON, WI 54016 Lw h w ~ ~ Z K CURVE DATA w ? J Ow~C p C# Radius Length Central Angle Chord Bearing Chord Length Arc Length Tangent In Tangent Out Ct 1432.39 13.24'00" S22'07'53"W 334.24 335.00 S28'49'53"W N15'25'53'E Z uj W C2 636.62 16'39'36" S07'06'05"W 184.46 185.11 N15.25'53"E NOVIT43"W a m C3 1465.39 13'24'00" S22.07'53W 341.94 342.72 S28.49'53"W N15'2663"E u.l C4 669.62 13°46'53" S08'32'26.5"W 160.68 161.06 N15'25'53"E N01'39'00"E W Q ' co UNPLATTED LANDS I WEST 1/4 N89"54'1 5'E 5295.2T I EAST 114 COR. SEC. 15 N89054'15"E 1319.16' COR. SEC. 15 1248.46' EA W 1/4 N 3976_11: I 33.00' : 567.00' 881.48' _ 37.70 / 600.00' 719.18' \ ro ( lf-- ® LOT 1 1 I b 5.60 ACRES ev b~/ h~ al N 239.551 SO. FT. TOTAL eS, I e y O~' I 220 225,635 SO. FT. EX. RAN LOT 3 / y~~ Orr W~Cp 15.43 ACRES ' .n672.294 SC. FT. TOTAL N89'S4.15"E 536.12' I % 503.12' 14.18 ACRES / TJ~A C>71 33.00' 617.713 SO. FT. EX. RNV Ai f vi bi DRIVEWAY ti/ ~I% 1 N PERMIT # 55-0012-05:j Q/ ~9 ve Wi ~!u di 40 ° ~g 1 a~ S y LOT 2 I - 9.66 ACRES • I 420.675 SO. Ff. TOTAL SNOTE: gyp, EE HWY DOT NOTES ,..JJ 8.70 ACRES 17a m SHEET 2. ~+1 379,e19 SO. FT. Ex. RNV EACH PARCEL SHOWN ON THIS 3 1 e y ~ MAP (PLAT) IS SUBJECT TO c STATE, COUNTY. AND '-r TOWNSHIP LAWS, RULES AND ® A~ REGULATIONS (I.E., WETLANDS, / MINIMUM LOT SIZE, ACCESS TO k-- ' S89052'37" W : PARCEL, ETC.). BEFORE N 165.00 : PURCHASING OR DEVELOPING I v N S • ANY PARCEL OF LAND CONTACT N89.52.37"E 507.53' W g 'SI V THE ST. CROIX COUNTY ZONING 372.04_ - - - OFFICE AND APPROPRIATE 400.0' 33. TOWN BOARD FOR ADVICE. S89052'37"W 540.54'-33.00- ` 152ND AVE_ i SOUTH LINE OF THE !"1 rYj 1 LEGEND I NW114 OF THE SW114 an LIIVPLATTED LA FOUND 2" OUTSIDE DIAMETER IRON PIPE LANDS FOUND 1' BERNTSEN SURVEY MARKER FOUND 1" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT - - • - - 110' HIGHWAY SETBACK FROM CENTERLINE O . • 1OO'BUILDING SETBACK SCALE: 1'- 250' PROPOSED DRIVE DRAFTED BY: WES ANDERSON - 0 250 500 SHEET 1 OF 2 SHEETS PROJECT # 6371 -01 DATE: 10/27106 0 Vol 22 Page 5316 State of Wisconsin INSPECTI N RECEIVED Leroy G. JanSKy partment of Commerce Department of Commerce Safety & Buildings Division REPOR SEP 2 7 2006 13 E. Spruce Street Bureau of Field Operations r C ippewa Falls, WI 54729 Inspection Date ST. CROIX COUNTY (715) 726-2544 Z2-6o 0 j Personal information you provide maybe sed for secondary purposes (Privacy w, s.15.04(1)(m)]. Name of Premises z Address or Legal Description 6iiy/Township County -Cv(rti.t 2(~ cTt L I C* y e C~ t. E tJ W OQD ->T . C 2 a IX Master Plumber Name and Address Master Plumber Firm Name and Address Plan I.D. No. Sanitary Permit No. dcurne;Msm ahi..+h°r/Soil Tester Licensed Person's Name(s) and License Number(s) To nn N r- Ls ga~ C S',' Owner's Name and Address t<L T76a-1-14,4 L,jI r-PV.. Csj: ~ ' .6",1.rzy ~ 1 V SP4: 1 -.:4z~2 {r.. ._ly.~ ,~a 1 V-- Piz 0 0 C i Ta 5iA 13H r- sat .c IT'-s T ~ _N. ; 1 51 Tl~-S SrAv,4 L, AC C-G mlx+ . 1ts~tiMrO Lt-4. IWTERT TM-1VE 'A -k 1_-2,, 113 iN 1 CiIJ AA o I 5Mf O 1 51 L- T _ p+ 3 _ t Rc~Pc~sd~ ' , ~pdl lJ~`~lu Page of ' Signature of Responsible Licensed Person (only one needed) Signatur% of Plumbing Consultant/Private Sewage Consultant Check all ~ Original: Copiesto: thatapply1 sso-6192 M.12m) District ® S&B 0 Plumber 0 Own Co ty/Local p. Ot, r -